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Hydraulic modelling of sewage exfiltration

机译:污水渗流的水力模型

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Exfiltration of waste water in sewer networks represents a potential danger for the soil and thenaquifer. Various modelling approaches have been proposed to quantify sewerage exfiltration andnits spatial and temporal variation. Common models are based on the law of Darcy, extended by anmore or less detailed consideration of the expansion of leaks, the characteristics of the soil andnthe colmation layer. In the paper investigations are introduced, which are focused on the actualnwater content of the soil and its influence on exfiltration rates. Modelling results with HYDRUS 1Dnshow, that under unsaturated conditions initial exfiltration rates are increased compared tonsaturated conditions. In experiments it was found, that the matrix potential increases thentightness of the colmation layer. Further a colmation model was deduced, which allows thencalculation of the thickness and conductivity of the colmation layer.
机译:下水道中废水的渗出对土壤和蓄水层构成潜在危险。已经提出了各种建模方法来量化污水渗漏并确定时空变化。常见的模型基于达西定律,或多或少地详细考虑了渗漏的扩展,土壤和归化层的特征。本文介绍了一些调查,重点是土壤的实际含水量及其对渗透率的影响。 HYDRUS 1Dn的建模结果表明,在非饱和条件下,初始渗透率比饱和饱和条件下的渗透率增加。在实验中发现,基体电位增加了准直层的紧密度。进一步推导了准直模型,其允许随后计算准直层的厚度和电导率。

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